Research on Equivalent Processes of Rock Mass Parameters With Anchor Piles

CHEN Hong-kai; TANG Hong-mei; WANG Rong; TANG Fen; WANG Kai; YUAN Jian-yi

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Article Navigation > Applied Mathematics and Mechanics > 2001 > 22(8): 862-868

CHEN Hong-kai, TANG Hong-mei, WANG Rong, TANG Fen, WANG Kai, YUAN Jian-yi. Research on Equivalent Processes of Rock Mass Parameters With Anchor Piles[J]. Applied Mathematics and Mechanics, 2001, 22(8): 862-868.

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Research on Equivalent Processes of Rock Mass Parameters With Anchor Piles

Institute of Geotechnical Engineering, Chongqing Jiaotong University, Chongqing 400074, P R China

Received Date: 1999-09-23
Rev Recd Date: 2001-04-16
Publish Date: 2001-08-15

Abstract

Abstract

Using normal and shear rigid coefficients of intact rock and fracture plane,rigidly normal,shear equivalent rigid coefficients of fissure rock mass are conducted.On the basis of hypotheses of small displacement of rock mass,principle of superposition,irrelevance of strength parameters C and U and Coulomb theory,formulas to calculate equivalent strength parameters C and U of equivalent continuous mass from fissured rock mass with anchor piles are given.The achievement is extremely valuable in integral stability analysis of the rock mass slope and important in promoting the research of the rock mass's constitutive relation.
- rock mass,
- anchor,
- equivalent continuous mass,
- rigid coefficient,
- strength parameter

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References(6)

References

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